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contributor authorD. G. Morrison
date accessioned2017-05-08T23:48:04Z
date available2017-05-08T23:48:04Z
date copyrightMay, 1995
date issued1995
identifier issn0892-7219
identifier otherJMOEEX-28099#85_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/115799
description abstractA novel, simple method to calculate compliant tower (CT) level shear and moment envelopes for preliminary design has been developed, and verified by comparing with rigorous 3-D tower analyses. The approach relies on a vast experience base to define important features influencing the dynamic response of CTs, and a new closed-form solution for the acceleration (needed to construct design envelopes) of the tower caused by an impulsive-type wave load. The main benefits of the approach are: 1) the designer can iterate and quickly converge on a working preliminary design without resorting to time-consuming computer analyses; 2) the designer can quickly evaluate configurations for different water depths, pile arrangements, payload, steel grade, reserve buoyancy, and well counts.
publisherThe American Society of Mechanical Engineers (ASME)
titleQuickwave: An Impulse Algorithm to Calculate Preliminary Design Shear and Moment Envelopes for Compliant Towers
typeJournal Paper
journal volume117
journal issue2
journal titleJournal of Offshore Mechanics and Arctic Engineering
identifier doi10.1115/1.2827068
journal fristpage85
journal lastpage90
identifier eissn1528-896X
keywordsShear (Mechanics)
keywordsImpulse (Physics)
keywordsAlgorithms
keywordsDesign
keywordsComputers
keywordsDynamic response
keywordsWater
keywordsBuoyancy
keywordsSteel
keywordsStress AND Waves
treeJournal of Offshore Mechanics and Arctic Engineering:;1995:;volume( 117 ):;issue: 002
contenttypeFulltext


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